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Furthermore, it is found that the air-void distribution has a significant influence on the compressive strength of foamed concretes, while the micro-void structure has less effect on the loading bearing capacity of the material.
The experimental results confirmed, in general, the recovery of the original compressive loading bearing capacity of the structures.
In general, the experimental results showed the recovery of the original compressive loading bearing capacity of the structures, in spite of the debonding of the FRP composites.
It is also noted that, for example, a 1-m tsunami loading bearing such spatial scales generates an elastic, vertical seafloor deformation of 1.5 2.0 cm.
This fact, combined with the maximum loading bearing capacity shown by the CW2 and CW3 specimens (as in Table 5), implies that the application of the putty contributes to the rehabilitation, as well as to the increase of the loading bearing capacity, as the result of a better bonding of the reinforcement system to the substrate.
This study measured the maximum loading bearing capacity of the wallettes and assessed the possible structural rehabilitation in the damaged masonry structures after the reinforcement with the FRP. Figure 1 Geometric configuration of the wallettes, with the applied compressive loading.
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